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Volume 45 Issue S1
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CAI Shixing, TANG Yi, GUAN Yunfei. Experimental study on liquefaction characteristics of marine fine-grained sand based on critical state theory[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 63-66. DOI: 10.11779/CJGE2023S10026
Citation: CAI Shixing, TANG Yi, GUAN Yunfei. Experimental study on liquefaction characteristics of marine fine-grained sand based on critical state theory[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(S1): 63-66. DOI: 10.11779/CJGE2023S10026
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Experimental study on liquefaction characteristics of marine fine-grained sand based on critical state theory

  • Geotechnical Engineering Department, Nanjing Hydraulic Research Institute, Nanjing 210024, China

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  • Received Date: July 05, 2023
  • Available Online: November 23, 2023
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    • Abstract
  • The consolidated undrained triaxial shear tests and coupled axial-torsional cyclic shear tests are conducted using the marine fine-grained sand to study the correlation between the critical state parameter and the liquefaction characteristics based on the critical state theory. The tests results show a linear correlation between the critical void ratio and the normalized effective normal stress. The results of the coupled axial-torsional cyclic shear tests show that the cycle number for liquefaction, NL, decreases with the increasing state parameter, ψ, for a certain cyclic resistance ratio. Finally, an exponential function for expressing the relationship between NL and ψ is proposed.
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    • References (12)
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